... the effect of an elastic foundation on the stiffness of members of a rigid frame, and draws attention to the critical influence of foundation conditions on moments in members near the foundation. This is illustrated by consideration of a roofed water reservoir, designed as a box culvert, assuming...

... conditions it should also be used for the design of the brackets. Paper No. 5810 The Flow Pattern near a Gravity Well in a Uniform Water- tBearing Medium by NORMAN SAVABGOEULTONM,.Sc., M.I.C.E. Correspondence Professor H.Cambefort, of the Ecole des Travaux Publics, Paris, observed that, by using...

...N S BOULTON © Thomas Telford and ICE 1951 FLOW PATTERNS GRAVITY WELLS UNIFORM WATER BEARING MEDIA FORMS FREE SURFACES CHARACTERISTICS RELAXATION CALCULATIONS METHODS SAND MODELS ELECTRICAL HYDRAULIC FORMULAE DISCHARGES SURFACES SEEPAGE SHAFTS VELOCITY DISTRIBUTION...

... INSTALLATION MACHINERY PLANT DIVING SPRINGBOARDS PONDS CONSTRUCTION JOINTS WALLS FLOORS SLABS LININGS HALLS SPECTATORS ACOUSTICS TREATMENT LIGHTING ARTIFICIAL BOARDS FILTRATION WATER PURIFICATION HEATING VENTILATION CHANGING ROOMS ITEATLY Oh THE PLANNING AND 1)ESIGN OP MODERh...

... particularly with those factors that lendthemselves to control by engineeringmeans. Since air, water, food, heat, and light are essential to human existence, and since engineers with widely differing interests are committed, in one way or another, to the control of these elements in man's environment,it would...

...A P LAMBERT © 1950 Thomas Telford Ltd 1950 METHODS PLANT CONCRETING MATERIALS MIX PROPORTIONING SAND AGGREGATES MIXERS CEMENT WATER CONCRETE EQUIPMENT MIXING PLACING DISTRIBUTION PUMPS PLACERS PNEUMATIC COMPACTION VIBRATORS JOURNAL OF THE INSTITUTION OF CIVIL...

...W J BERRY © 1950 Thomas Telford Ltd 1950 EXTRACTION WATER RIVERS WATER SUPPLY INDUSTRIAL USE INDIA ASIA CORRIGENDA 179 CORRIGENDA Novenlber 1949 Journal (Paper No. 57llj-Berry:p. 43, fourth line from bottom ; for galley read gallery. p. 44, lines 4 and 5 : for If used...

... to have the higher thermal expansion but the order of difference is not high; the age of concrete has little effect on its thermal expansion. The method of curing and the water content have only a small influence on the thermal expansion. Desiccated and water-saturated concretes have similar coefficients...

... deductions made on the regime of the Shatt el Arab. The rise and fall of the water-level in the inland delta of South Iraq is influenced by the obstruction to the flow of the Shatt el Arab caused by the discharge of the Karun, and the suggested impounding reservoir on the Upper Karun offers possibilities...

...L G SMITH; B L SHEPHERD Synopsis. This Paper describes the design and construction of a large brick-lined reinforced-concrete drainage culvert for conveying cooling water and effluents from the I.C.I. factory at Billingham, Co. Durham, to the River Tees. Important features are the special...

.... The theoretical aspects of the designs are then discussed, with special reference to their stability against scour under foundation, safe bearing-pressure distribution, scour on the downstream side, and horizontal pressure due to moving water; formulae used in calculations are also noted. Costs of the two...

... the estuary mouth, and that the rate of increase of the third harmonic component was greater than that of the second or fourth. The pronounced hump on the tide curve at Glasgow was caused by magnification of the third harmonic. Analysis indicated that the mean water-level at Glasgow was considerably above...

...J R DAYMOND HYDRAULIC PROBLEMS DESIGN SEWAGE STORAGE TANKS SEA OUTFALLS VARIABLE INFLOW DISCHARGES TIDAL WATER CONSTANT CYLINDRICAL CURVES DAYMOND ON THE HYDRAULIC PROBLEM CONCERNING THE 51 DESIGN OF SEWAGE-STORAGETANKS AND SEA-OUTFALLS. Paper No. 5713. The Hydraulic Problem...

...W J BERRY Synopsis. Works for the intake of water from rivers in India for waterworks, power stations, and textile factories have to be designed to cope with the extreme variations in the flow conditions in such rivers; in fact, during the dry season it is often exceedingly difficult to obtain...

...H J B HARDING; T H F NEVINS; A A SYMINGTON © 1949 Thomas Telford Ltd 1949 SITE INVESTIGATION BORING METHODS SUBSURFACE EXPLORATION PLANT CONDITIONS TRIALS RIVERS BARGES TESTS TIDAL WATER SEVERN BRIDGE RIVER SEVERN UK 554 CORRESPONDENCE ON SITE INVESTIGATIONS...

... RESISTANT ENTRAINED WATER RATIOS FROST SEAWATER STRENGTH LOSS FAILURES PILES HAC HIGH ALUMINA HIGH ALUMINA DRIVING TESTS ATTACK AGENTS RESISTANCE CORRESPONDENCEON THE DETERIORATION OF CONCRETE IN STRUCTURES. 567 CORRESPONDENCE ON PAPERSPUBLISHED IN MAY 1949 JOURNAL. Paper No. 5722...

...F M LEA; N DAVEY DETERIORATION CONCRETE STRUCTURES MATERIALS MIXES PORE WATER CEMENT RATIOS AGGREGATES AIR ENTRAINING INTERNAL CHANGE THERMAL MOVEMENT DRYING SHRINKAGE REVERSIBLE WETTING FROST ATTACK CORROSION REINFORCEMENT EROSION SEAWATER WATER SEA SULPHATES ACID...

... WATER PILES QUALITY CONTENT CEMENT RATIOS RUNWAYS FAILURES REINFORCED REPAIRS METHODS GUNS AIR ENTRAINED HAC HIGH ALUMINA SUPERSULPHATED PROTECTION AGGREGATES REINFORCEMENT MATERIALS CRACKS EFFECT MOORLAND BRIDGES SUPERSTRUCTURES OVERBRIDGES LOCOMOTIVES BLAST VELOCITY...

...E S KIRK; R J C TWEED mKIRK TWEED ON SCREW-PILE DEEP-WATER JEITY AT THE PORT OF BANDAR SHAHPUR, IRAN. 223 Paper No. 5686. " Screw-Pile Deep-Water Jetty at the Port of Bandar Shahpur, Iran." By ERICSIDNEYKIRK,M.C., and RATHLINJOHNCLINTONTWEED, M.A. (Cantab MM.1.C.E. (Ordered by the Council...

.... Harding, Some Recorded Observationsof Ground-water Levels Related to adjacent Tidal Movements, Proc. 2nd International Conference on Soil Mechanics and Foundation Engineering (Rotterdam, 1948). 6. C. W. Knight, The Writing of Technical Papers and Reports ; Fourth Lecture on The Presentation...